Show simple item record

contributor authorZhiguo Wang
contributor authorWen Zhao
contributor authorHe Wang
contributor authorShengang Li
contributor authorPeng Qi
contributor authorPengjiao Jia
date accessioned2024-04-27T22:22:49Z
date available2024-04-27T22:22:49Z
date issued2024/01/01
identifier other10.1061-IJGNAI.GMENG-8801.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296524
description abstractSurface settlement is considered a key indicator in the pipe jacking procedure of the steel tube slab (STS) pipe-roofing method. Commonly, the existing equations for this safety indicator are applied in the process of measuring surface settlement caused by the pipe with circle or rectangle cross sections. This paper proposes calculation methods for the surface settlement of a circular steel pipe with flange plates based on the modified Mindlin solution considering pipe–soil interaction and the influence of flange plates. The proposed equations in this paper are applied to calculate the surface settlement for the actual pipe jacking engineering in Shenyang, China, and the calculated results fit well with the field monitoring values. This paper analyzes the main geometric parameters affecting surface settlement, including the orientation of flange plates and pipe specification. Simultaneously, this paper obtains the mathematical relationships between the surface settlement and the geometric parameters, providing a theoretical prediction method for actual pipe jacking construction of the STS pipe-roofing method. The development of metro construction has become one of the indications of urban progress. How to build metro projects efficiently and safely has become one of the main problems of underground engineering. The steel tube slab (STS) pipe-roofing method is a new method of constructing urban underground space, which not only enhances the sideways stability of the conventional pipe-roofing system but also effectively regulates the subsidence of the ground during underground digging, thereby augmenting both the horizontal and the vertical load-bearing capabilities. This method has already been efficiently employed in the construction of the subway stations of Shenyang Metro Line 9 and Line 10. This paper proposes calculation methods for the surface settlement of a circular steel pipe with flange plates based on the modified Mindlin solution considering pipe–soil interaction and the influence of flange plates. This paper analyzes the main geometric parameters affecting surface settlement, including the position of flange plates and steel pipe diameter. Simultaneously, this paper obtains the mathematical relationships between the surface settlement and the geometric parameters, providing a theoretical prediction method for actual pipe jacking construction of the STS pipe-roofing method.
publisherASCE
titleAnalysis on the Influence of Geometric Parameters of a Circular Steel Pipe with Flange Plates on Surface Settlement
typeJournal Article
journal volume24
journal issue1
journal titleInternational Journal of Geomechanics
identifier doi10.1061/IJGNAI.GMENG-8801
journal fristpage04023261-1
journal lastpage04023261-18
page18
treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record